참고문헌
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피인용 문헌
- Cyclic Testing for Seismic Design Guide of Beam-Column Joints with Closely Spaced Headed Bars vol.16, pp.2, 2012, https://doi.org/10.1080/13632469.2011.610497
- Influence of shear deformation of exterior beam-column joints on the quasi-static behavior of RC framed structures vol.12, pp.4, 2013, https://doi.org/10.12989/cac.2013.12.4.393
- Experimental Investigation of Exterior RC Beam-Column Joints Retrofitted with FRP Systems vol.18, pp.4, 2014, https://doi.org/10.1061/(ASCE)CC.1943-5614.0000459
- Effects of joint aspect ratio on required transverse reinforcement of exterior joints subjected to cyclic loading vol.7, pp.5, 2014, https://doi.org/10.12989/eas.2014.7.5.705
- Anchorage Models for Reinforced Concrete Beam-Column Joints under Quasi-static Loading vol.113, pp.3, 2016, https://doi.org/10.14359/51688759
- Development of a Shear Strength Equation for Beam–Column Connections in Reinforced Concrete and Steel Composite Systems vol.11, pp.2, 2017, https://doi.org/10.1007/s40069-017-0199-2
- Component-based reinforced concrete beam-column joint model vol.18, pp.1, 2017, https://doi.org/10.1002/suco.201600024
- Hysteretic model of SRUHSC column and SRC beam joints considering damage effects vol.50, pp.1, 2017, https://doi.org/10.1617/s11527-016-0959-5
- Sustainable RC Beam-Column Connections with Headed Bars: A Formula for Shear Strength Evaluation vol.10, pp.2, 2018, https://doi.org/10.3390/su10020401
- Dynamic Super-Degree-of-Freedom Element of Reinforced Concrete Frame Structures vol.07, pp.01, 2018, https://doi.org/10.12677/HJCE.2018.71003
- Shear Strength of Exterior and Corner Beam-Column Joints without Transverse Reinforcement pp.0889-3241, 2018, https://doi.org/10.14359/51702416
- Effect of 3D models on seismic vulnerability assessment of deficient RC frame structures vol.19, pp.3, 2018, https://doi.org/10.1080/13287982.2018.1480910
- Beam-column joint shear prediction using hybridized deep learning neural network with genetic algorithm vol.143, pp.1755-1315, 2018, https://doi.org/10.1088/1755-1315/143/1/012025